Application of effective cone factor for strength characterization of saturated clays

Jun Hwan Lee, Kyungbum Seo, Beongjoon Kang, Sunghwan Cho, Changdong Kim

Research output: Chapter in Book/Report/Conference proceedingConference contribution

3 Citations (Scopus)

Abstract

The cone factor is commonly used to relate the CPT cone resistance to the undrained shear strength in saturated clays. Uncertain aspects however still exist, including the soil pressure correction procedure and the variability of the cone factor itself. The soil pressure correction procedure requires the in-situ soil unit weight, and thus requires the process of undisturbed soil sampling. In the present paper, a new cone factor is presented, which can reduce the uncertainties contained in the conventional cone factor approach. The proposed cone factor does not require the soil pressure correction procedure. As a result, the soil disturbance-related uncertainties can be minimized at higher cost effectiveness as no undisturbed sampling is needed. Experimental test results adopted in this investigation are presented and used to validate the proposed method.

Original languageEnglish
Title of host publicationGeoFlorida 2010
Subtitle of host publicationAdvances in Analysis, Modeling and Design - Proceedings of the GeoFlorida 2010 Conference
Pages1029-1036
Number of pages8
Edition199
DOIs
Publication statusPublished - 2010 Dec 1
EventGeoFlorida 2010: Advances in Analysis, Modeling and Design Conference - West Palm Beach, FL, United States
Duration: 2010 Feb 202010 Feb 24

Publication series

NameGeotechnical Special Publication
Number199
ISSN (Print)0895-0563

Other

OtherGeoFlorida 2010: Advances in Analysis, Modeling and Design Conference
CountryUnited States
CityWest Palm Beach, FL
Period10/2/2010/2/24

Fingerprint

Cones
Clay
Soils
clay
soil
Sampling
sampling
Cost effectiveness
Shear strength
shear strength
disturbance
cost
Uncertainty

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Architecture
  • Building and Construction
  • Geotechnical Engineering and Engineering Geology

Cite this

Lee, J. H., Seo, K., Kang, B., Cho, S., & Kim, C. (2010). Application of effective cone factor for strength characterization of saturated clays. In GeoFlorida 2010: Advances in Analysis, Modeling and Design - Proceedings of the GeoFlorida 2010 Conference (199 ed., pp. 1029-1036). (Geotechnical Special Publication; No. 199). https://doi.org/10.1061/41095(365)102
Lee, Jun Hwan ; Seo, Kyungbum ; Kang, Beongjoon ; Cho, Sunghwan ; Kim, Changdong. / Application of effective cone factor for strength characterization of saturated clays. GeoFlorida 2010: Advances in Analysis, Modeling and Design - Proceedings of the GeoFlorida 2010 Conference. 199. ed. 2010. pp. 1029-1036 (Geotechnical Special Publication; 199).
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Lee, JH, Seo, K, Kang, B, Cho, S & Kim, C 2010, Application of effective cone factor for strength characterization of saturated clays. in GeoFlorida 2010: Advances in Analysis, Modeling and Design - Proceedings of the GeoFlorida 2010 Conference. 199 edn, Geotechnical Special Publication, no. 199, pp. 1029-1036, GeoFlorida 2010: Advances in Analysis, Modeling and Design Conference, West Palm Beach, FL, United States, 10/2/20. https://doi.org/10.1061/41095(365)102

Application of effective cone factor for strength characterization of saturated clays. / Lee, Jun Hwan; Seo, Kyungbum; Kang, Beongjoon; Cho, Sunghwan; Kim, Changdong.

GeoFlorida 2010: Advances in Analysis, Modeling and Design - Proceedings of the GeoFlorida 2010 Conference. 199. ed. 2010. p. 1029-1036 (Geotechnical Special Publication; No. 199).

Research output: Chapter in Book/Report/Conference proceedingConference contribution

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Lee JH, Seo K, Kang B, Cho S, Kim C. Application of effective cone factor for strength characterization of saturated clays. In GeoFlorida 2010: Advances in Analysis, Modeling and Design - Proceedings of the GeoFlorida 2010 Conference. 199 ed. 2010. p. 1029-1036. (Geotechnical Special Publication; 199). https://doi.org/10.1061/41095(365)102